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Numerical Simulation of Soft Ground Vibration Caused by High-speed Trains

机译:高速列车引起的软土地基振动的数值模拟

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The soft ground vibration caused by high -speed trains is an important issue which needs to be carefully investigated. In r this paper,numerical simulation of soft ground vibration is conducted by using two models; the train-track interaction model r and track-ground finite element model. The train-track interaction model is built on basis of the vehicle -track coupled r dynamics theory and mainly used to get the excitation forces on track structure and soft ground. As an example ,the typical r field test of soft ground vibration caused by high-speed train X-2000 in Ledsgard of Sweden is numerically simulated. The r dynamic responses of track -ground model under the low and high train speeds are compared. Large amplification is observed r in the ground dynamic response when the train speed is close to the critical value.
机译:高速列车引起的软地面振动是一个重要问题,需要仔细研究。在本文中,使用两种模型进行了软土地基振动的数值模拟。火车-轨道相互作用模型r和轨道-地面有限元模型。列车—轨道相互作用模型是建立在车辆—轨道耦合动力学理论基础上的,主要用于获得轨道结构和软土地基上的激励力。例如,对瑞典莱兹加德(Ledsgard)高速火车X-2000引起的软土地基振动的典型r场试验进行了数值模拟。比较了列车在低速和高速行驶时的r-地面模型的动力响应。当列车速度接近临界值时,在地面动力响应中观察到较大的放大。

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